SR 0403 Section 09B – Cherry Run Bridge


  • Survey
  • Easement Right-of-Way Plans
  • Base Mapping
  • Courthouse Research
  • Utility Coordination
  • Hydrology and Hydraulics
  • Drainage Design
  • Permitting
  • Preliminary and Final Design of Replacement Bridge
  • Preliminary and Final Design Roadway/Highway - Rehabilitation
  • Preliminary and Final Design Roadway/Highway -Safety improvements
  • Traffic Control
  • Erosion Control/NPDES Permitting


PennDOT District 9-0, Cambria County

Project Details

Project included the culvert replacement of a concrete encased I-beam bridge located on, and connected to, the downstream end of a brick culvert. The outlet of the structure was through floodwalls erected in the City of Johnstown due to prior devastating flooding. This project also required the relocation of water, gas, sewer, and aerial utilities.

The new structure is a cast-in-place concrete rigid frame having a clear span of 18’-0”. The outlet of the culvert tied to the downstream floodwall was removed and a portion of the wall was replaced. The overall project length, including approach roadway improvements, was 300’-0”.

This complex culvert replacement project used partial width construction to maintain traffic. Two lanes of traffic had to be maintained during construction due to impacts of an adjacent parking garage ingress and egress, a densely populated area, and route which serviced an adjacent hospital, school, and several businesses.


Keller Engineers has been an extremely valuable asset for us in the development/construction of our store sites by providing accurate and timely structural and site development drawings and answers to related questions.  Their response and turn-around time to the Sheetz Store Development Department has been outstanding. We have no hesitation in turning to Keller Engineers for our store structural and site development needs. Joe S. Sheetz, Executive Vice President, Finance & Store Development Sheetz Corporation

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